Construction Of Devri Stone Main Entrance Gate At Kalashpora Astaan

Dismantling of existing structure in delipidated condition including bricks work, roof slabs, flooring, doors/Windows etc complete by manual/mechenical means, including sorting of servicable and unservicable material, stacking of servicable material within site premises, disposal of unservicable debris outside municipal limits as per directions of Engineer In Charge including all leads lifts tools and plants labour safety measures and carriage complete job

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge 1:3:6 or richer mix (i/c equivalent design mix)

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil

Providing & laying stone soiling hand packed tightly including all carriages of material complete upto site of work.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of cantering shuttering, finishing and reinforcement 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size

Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1 cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centring and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns